Slurry seal method using acrylamide and rubber modified asphaltic emulsion

ABSTRACT

An improvement in pavement surface-treating methods is provided of the type wherein a slurry seal composition is applied to the pavement the composition comprising aggregate in a slow setting asphaltic emulsion. The improvement resides in combining with the slow setting asphaltic emulsion in effective breaktime decreasing amount of an emulsion containing a chemically modified asphalt which is the prereacted reaction product of an acrylamide, asphalt having a viscosity of less than 120,000 cps (at 140° F.), a vinyl aromatic monomer and a rubbery polymer.

TECHNICAL FIELD

The present invention relates to pavement surface treating methods, andmore particularly, it relates to providing an asphaltic coating ondistressed cementitous vehicular supporting surfaces using a slurry sealmethod. Even yet more specifically, the present invention relates tomodifying a conventional slurry seal composition by incorporatingtherein an emulsion containing an acrylamide and rubber modifiedemulsifiable asphaltic material.

BACKGROUND AND SUMMARY

Distressed cementitous, for example, asphalt and concrete, vehicularsupporting surfaces like roads, highways, parking lots, runways and thelike have been provided with a new wearcourse by means of a slurry sealtechnique for many years. This technique, while primarily employed forcorrective maintenance of pavement surfaces, has also been used as apreventative measure. In such a technique, aggregate, water and anasphaltic emulsion are combined in a mixer mounted on a moving truck toform a slurry and the slurry is discharged to a spreader box where it,in turn, is discharged, while the truck is continuously moving, to thepavement surface to be treated. A squeegee is usually attached to thespreaderbox to provide a uniform coating on the pavement. The aggregateemployed may be calcareous, siliceus or granitic. The size of suchslurry seal aggregate as recommended by the International Slurry SealAssociation is set forth in A BASIC ASPHALT EMULSION MANUAL prepared byTHE ASPHALT INSTITUTE for the UNITED STATES DEPARTMENT OF TRANSPORTATION(FHWA-OIP-79-1) at page 52.

In contrast to a rapid set emulsion which has virtually no ability tomix with such slurry seal aggregate, because of a substantiallyinstantaneous hardening of such mixture, slurry seal compositionstypically employ a slow setting emulsion. Those slow set emulsionstypically are cationic emulsions and are designed to mix with aggregateand water so as to form a flowable slurry in the slurry-truck mixerwhich slurry can be readily discharged and dispensed from thespreaderbox onto the pavement to be treated. In order to provide theneeded mix time, the slow set emulsions unfortunately also provide theslurry seal composition with a long break time, that is the time for theasphalt and aggregate phase to separate, or break, from the water phase.More recently, quicker setting, slow set emulsions have been findingutility in slurry seal treatment processes and are generally referred toin the trade as a quick set emulsion. Such quicker setting, slow setemulsions, like the older slow set emulsions, also need to have theirbreak time decreased while allowing for adequate mixing time in themixer of a slurry seal application truck. Additionally, the propertiesof the asphalt employed in such emulsions need to be improved.

In accordance with the present invention, an asphaltic emulsion isprovided which is adapted for use in slurry seal surface treatingtechnology which has an improved break time, that is decreased breaktimes, adequate mixing time in conventional slurry seal equipment andwhich has improved properties.

Thus, in accordance with the present invention, an improvement inpavement surface treating methods is provided of the type whichcomprises combining a slow setting asphaltic emulsion and aggregate in amixer, and while moving the mixer along said pavement to be surfacetreated, mixing said emulsion and aggregate to form a flowable slurryseal composition and substantially continuously discharging said slurryseal composition onto said pavement whereby the composition breaks andthen subsequently cures to provide a traffic resistant surfacetreatment. The improvement resides in combining with the asphalticemulsion a rapid setting emulsion containing the reaction product of anacrylamide, asphalt having a viscosity of less than 120,000 cps (at 140°F.), a vinyl aromatic monomer and a rubbery polymer with the rapidsetting emulsion being present in an effective breaktime decreasingamount, that is in an amount sufficient to increase the rate at whichthe emulsion breaks. While the amount of the rapid setting emulsionwhich is employed will decrease the mixing time it, of course, will beapparent that the material is not added in such quantities as to preventnecessary mixing and the formation of a flowable slurry usingconventional slurry seal mixers. The incorporation of the rapid settingemulsion into the slow setting emulsion imparts desirable properties tothe slurry seal composition and more specifically, the asphaltcomponents thereof. Such desirable properties include improvedcoatability of various surfaces, including aggregate, improved adhesioncharacteristics, less stripping, improved flexibility, particularly atlow temperatures, improved strength and toughness, reduced hightemperature flow, and increased durability.

DESCRIPTION AND INDUSTRIAL EXPLOITATION

The present invention may be industrially exploited by employingconventional slurry seal equipment which is generally referred to as atravelling mixing plant wherein the aggregate, water and emulsion, andoptionally portland cement, are converted into a slurry and then appliedin a continuous manner onto the pavement to be treated for preventitiveor maintenance purposes. The majority of the raw materials employed inpracticing the present invention are those conventionally employed inthe known slurry seal technology, namely the asphaltic emulsion andaggregate. Since the vast majority of slurry seal applications employ aslow setting cationic asphaltic emulsion, the present invention willprimarily be described with respect to such a system. Thus, as generallyindicated above, a conventional slurry seal technique is employed withthe significant difference being that a rapid setting cationic emulsionis added to the slow setting cationic conventional slurry seal emulsion,the rapid setting emulsion containing the prereacted reaction product ofan acrylamide asphalt having a viscosity of less than about 120,000 cps(140° F.), a vinyl aromatic monomer and a rubbery polymer. The cationicrapid setting emulsion may be combined, or blended, with theconventional slow setting, in any convenient manner. For example, it maybe combined with a conventional cationic slow setting emulsion prior tocharging the slurry seal truck with the emulsion, or it may be addeddirectly to the emulsion tank of the slurry seal truck and mixed thereinor, if desired, it may be added from a separate chamber directly intothe mixer.

The asphaltic material employed in the cationic rapid setting emulsionis the reaction product of asphalt, and acrylamide, a vinyl aromaticmonomer, and a rubbery polymer. The method of producing such materialand forming an emulsion therefrom is further elaborated upon inco-pending application U.S. Ser. No. 329,902, now U.S. Pat. No.4,394,481,and in concurrently filed application U.S. Ser. No. 453,031.

The acrylamides employed are unpolymerized and have a double bond.Desirably, they may be secondary amides or tertiary amides. Preferably,the acrylamide will be a compound of the formula

    (R.sub.1)(R.sub.2)C═C(R.sub.3)--C(O)N(R.sub.4)(R.sub.5)

wherein R₁, R₂ and R₃ are independently selected from hydrogen or analkyl containing 1 to 3 carbon atoms; R₄ and R₅ are independentlyselected from hydrogen, an alkyl containing 1 to 3 carbon atoms, orpreferably a radical of the formula

    --R.sub.6 --N(R.sub.7)(R.sub.8)

wherein R₇ and R₈ are independently selected from hydrogen or an alkylhaving 1 to 3 carbon atoms, and R₆ is an alkylene group containing 1 to5 carbon atoms. The preferred acrylamide isdimethylaminopropylmethacrylamide, that is a compound of the formula

    CH.sub.2 ═C(CH.sub.3)C(O)N(H)(CH.sub.2).sub.3 N(CH.sub.3).sub.2

The double bond provides for the ability to chemically incorporate theacrylamide into the composition. Additionally, the amino groups presentin the acrylamides provide for highly desirable polarity which serves togreatly enhance the adhesive bonding of the present compositions tovarious substances, including, for example, aggregates commonly employedin road repair and maintenance, as well as cementitious and othersubstrates. Representative acrylamides include the following aminoacrylamides:

N,N-dimethylaminopropylmethacrylamide,

N,N-dimethylaminoisopropylmethacrylamide,

N,N-dimethylaminoethylmethacrylamide,

N-methylaminopropylmethacrylamide,

N-methylaminoisopropylmethacrylamide,

N-methylaminoethylmethacrylamide, aminopropylmethacrylamide,aminoisopropylmethacrylamide, aminoethylmethacrylamide,

N,N-diethylaminopropylmethacrylamide,

N,N-diethylaminoisopropylmethacrylamide,

N,N-diethylaminoethylmethacrylamide,

N-ethylaminopropylmethacrylamide,

N-ethylaminoisopropylmethacrylamide,

N-ethylaminoethylmethacrylamide,

N-ethyl,N-methylaminopropylmethacrylamide,

N-ethyl,N-methylaminoisopropylmethacrylamide,

N-ethyl,N-methylaminoethylmethacrylamide,

N,N-diethylaminopropylacrylamide,

N,N-dimethylaminoisopropylacrylamide,

N,N-dimethylaminoethylacrylamide,

N-methylaminopropylacrylamide,

N-methylaminoisopropylacrylamide,

N-methylaminoethylacrylamide, aminopropylacrylamide,aminoisopropylacrylamide, aminoethylacrylamide,

N,N-diethylaminopropylacrylamide,

N,N-diethylaminoisopropylacrylamide,

N,N-diethylaminoethylacrylamide,

N-ethylaminopropylacrylamide,

N-ethylaminoisopropylacrylamide,

N-ethylaminoethylacrylamide,

N-ethyl,N-methylaminopropylacrylamide,

N-ethyl,N-methylaminoisopropylacrylamide,

N-ethyl,N-methylaminoethylacrylamide.

The asphalt employed will have a viscosity of less than about 120,000cps (at 140° F.), preferably less than about 75,000 cps (at 140° F.).Outstanding materials are produced from asphalt having a viscosity ofabout 40,000 to about 60,000 cps (at 140° F.) or less. Asphalt materialswhich are suitable may be selected from those which are typically usedfor road paving, repair and maintenance purposes. Thus, such asphaltincludes natural asphalt, petroleum asphalt and petroleum tar. Thenatural asphalts include, for example asphaltite, such as Gilsonite,grahamite, and glancepitch, lake asphalt, such as Trinidad asphalt, androck asphalt. The petroleum asphalt that may be used includes straightasphalt obtained by distillation of a crude oil, blown asphalt, producedby blowing an oxygen-containing gas into straight asphalt, and solventextracted asphalt. The petroleum tar that may be used includes coal tarand oil gas tar. Tar pitch is equally suitable. Preferably, the asphaltwhich will be employed is an asphalt cement of the type typically usedfor road paving, repair and maintenance purposes. Such asphaltstypically have penetrations ranging between about 20 to about 200 withAC-5 paving grade asphalt being especially suitable.

As the polymerizable vinyl monomer, use is preferably made of amonofunctional vinyl aromatic monomer having a general formula: ##STR1##wherein R₁ is an aromatic group containing 6 to 12 carbon atoms,including a phenyl group, a substituted phenyl group wherein thesubstituent is any one of an amino group, a cyano group, a halogengroup, a C₁ to C₃ alkoxy group, a C₁ to C₃ alkyl group, a hydroxy group,a nitro group, etc. R₂ is preferably hydrogen or lower alkyl e.g., a C₁to C₅ alkyl and R₃ is hydrogen, lower alkyl or one of the followinggroups: ##STR2## wherein X is halogen, and preferably chlorine orbromine. Styrene is preferred. In conjunction with the vinyl aromaticmonomer as described above, a polyfunctional vinyl aromatic monomercontaining 6 to 12 carbon atoms in the aromatic ring and two or morepolymerizable vinyl groups chemically bonded to the aromatic ring canoptionally be employed. Preferred polyfunctional monomers are thosehaving the general formula: ##STR3## wherein R₄ is a divalent aromaticgroup containing 6 to 12 carbon atoms, and preferably a phenylene group;and, R₅ and R₆ have the same meaning as is described above with respectto R₂ and R₃, respectively, for the monofunctional vinyl aromaticmonomer. Illustrative of a suitable polyfunctional vinyl aromaticmonomer is divinyl benzene. When use is made of a polyfunctional vinylaromatic monomer in combination with a monofunctional vinyl aromaticmonomer such as styrene, generally the monofunctional vinyl aromatic ispresent in a weight ratio of about 1:1 to 40:1 based on the weight ofthe polyfunctional vinyl aromatic monomer.

As the rubbery polymer, use can be made of a number of elastomericmaterials which are well known to those skilled in the art. Included arenatural rubbers as well as synthetic rubbers. Suitable are syntheticrubbers which are homopolymers of a conjugated diene (e.g., butadiene,isoprene, chloroprene, etc.) as well as various polymers which aresubstituted with a functional group containing a labile hydrogen atom.For example, various hydroxy, amino and like substituted homopolymers ofconjugated dienes may likewise be used in the practice of thisinvention. Substituted butadienes are commercially available from, forexample, Atlantic-Richfield under the trademark "Poly B-D", a series ofhydroxy-terminated butadiene polymers; for example, use can be made ofhydroxy-terminated butadiene homopolymers like Poly B-D R-15M which hasa hydroxy number of 42 or Poly B-D R-45M.

Preferably, the rubber polymer is an elastomeric material formed bycopolymerization of one or more of the conjugated dienes described abovewith one or more ethylenic monomers such as styrene as well as hydroxy,amino and mercapto-substituted derivatives thereof, acrylonitrile,methacrylonitrile, acrylic acid, methacrylic acid, etc. Included arebutadiene-styrene rubbers, butadiene-acrylonitrile rubbers, etc.Hydroxy-terminated copolymers are likewise useful in the practice ofthis invention, including the hydroxy-terminated butadiene-styrenecopolymer designated "Poly B-D CS-15" and hydroxy-terminatedbutadiene-acrylonitrile copolymers like Poly B-D CN-15 having a hydroxylnumber of 39. Preferred are butadiene-styrene rubbers like SOLPRENE1205C available from Phillips Petroleum.

The amount of the various ingredients may vary over a wide range.Preferably, however, the acrylamide will be employed in an amount ofabout 0.1%, and most desirably about 0.5%, to about 15%, based on theweight of asphalt, the vinyl aromatic will be used in an amount of about0.5 to about 35% based on the weight of the asphalt, and the rubberypolymer will be employed in an amount of about 0.5 to about 30% based onthe weight of asphalt. In accordance with the best mode of practicingthe present invention, the materials and the amounts employed will beselected to produce a final product having a viscosity of about 1200 toabout 2500 cps (at 285° F.) and most desirably about 1800 to about 2000cps.

While the above describes the invention with sufficient particularity toenable those skilled in the art to make and use same, nonethelessfurther examplification follows.

The present compositions are easily emulsified using conventionalemulsification equipment and effective emulsifying amounts ofconventional emulsifiers. The emulsifiers employed are those which havebeen in typically employed in the past to produce rapid settingemulsions. These are exemplified by fatty amines, such as for example,fatty monoamines like coco amine, tall oil amine, tallow amine andgenerally C₁₆ -C₂₀ fatty monoamines like oleyl amine, as well as byfatty diamines, such as for example, tallow diamine, coco diamine, talloil diamine and generally C₁₆ -C₂₀ fatty diamines like oleyl diamine.

As indicated above, all that need be done is that the cationic rapidsetting emulsions described above, be combined with the conventionalslow setting emulsion used for slurry seal applications with the amountof the former being present in effective break time decreasing amounts,but as indicated previously, in an amount sufficient to allow adequatemixing and the ability to discharge the slurry from the mixer of aslurry seal truck to the pavement to be treated. Generally, the amountof the rapid setting emulsion which will be employed will be in therange of about 5% to about 35%, based on the combined weight of therapid setting emulsion and the slow setting emulsion. Preferably, theamounts will generally be about 10%. The foregoing is based upon theassumption that conventional asphalt concentrations will be employed inthe respective emulsions, namely concentrations on the order of about 60to about 65% by weight of asphaltic material.

The conventional cationic slow setting emulsions are manufactured inaccordance with well known techniques using conventional emulsificationequipment and conventional emulsifiers in effective emulsifying amounts.Representative of such emulsifiers are: quaternary amines, i.e.,quaternary ammonium compounds, diquaternary amines, lignin amines, amideamines, imidazolines.

As indicated above, the foregoing generally describes the technique foremploying a rapid setting cationic emulsion, containing the reactionproduct of an acrylamide asphalt and a vinyl aromatic monomer and arubbery polymer, as an additive in effective breaktime decreasingamounts for a conventional cationic slow setting emulsion. While thevast majority of slurry seal applications employ slow setting cationicemulsions, nonetheless, occasionally, anionic slow setting emulsions areemployed. These conventional slow setting anionic emulsions generallyare manufactured using effective emulsifying amounts of anionicemulsifiers like lignin sulfonates. When it is desired to employ thepresent invention in slurry seal applications employing anionic slowsetting emulsions, the rapid setting emulsions as disclosed herein, willbe manufactured by employing an anionic emulsifier in effectiveemulsifying amounts. Such emulsifiers for producing an anionic rapidsetting emulsion are represented by the fatty acids like C₁₆ -C₂₀ fattyacids, e.g., oleic acid, as well as tall oil fatty acid and tallow fattyacid.

While the above describes the present invention with sufficientparticularity to enable those skilled in the art to make and using,nonetheless, there follows a representative example showing the benefitsof the present invention.

EXAMPLE

Using a charge of about 80% by weight of AC-5 asphalt, 0.5% by weight ofdimethylaminopropylmethacrylamide (DMAPMA), about 9.5% by weight ofstyrene, and about 10% by weight of Solprene 1205C styrene-butadieneelastomer having a molecular weight of about 80,000 to about 100,000, acomposition was produced as follows. Asphalt, at a temperature of about250° F. to about 310° F. was pumped into a reactor equipped with anagitator and a reflux condenser and followed by the addition of therubber, DMAPMA and styrene. The ingredients were then heated at atemperature of about 348° F. for about 24 hours with agitation and underreflux. The reacted material has a viscosity of 1800-2000 cps at 285° F.

A cationic rapid set (CRS) emulsion of the above chemically modifiedasphalt was prepared as follows. An aqueous emulsification medium wasformulated containing about 1.5% by weight of Arosurf AA-60 emulsifier(oleyl amine) and about 0.25% by weight of hydroxyethyl cellulose as astabilizer, the pH being adjusted to about 2.5-3.5 using hydrochloricacid. Using a colloid mill, an emulsion was prepared using about 60% toabout 65% (by weight) of the above chemically modified asphalt and about35% to about 40% of the aqueous emulsification medium. The chemicallymodified asphalt was supplied to the colloid mill at a temperature ofabout 285° F. and the aqueous emulsification medium at a temperature ofabout 100° F.

The following will demonstrate some of the benefits of the presentinvention as well as exemplify some unexpected results. Referencecomposition means a slurry seal composition which is formulated fromabout 100 grams of aggregate typically employed in slurry sealapplications, 2 grams of Portland cement, about 10 to about 12 gramswater and about 12 to about 18 grams of asphaltic aqueous emulsion. Theemulsion of the reference composition was either a standard slurry sealslow setting emulsion or an admixture of such an emulsion with anemulsion contemplated for use in accordance with the present invention.Additionally, by experiment it has been determined when a mix time of atleast about 1 minute exists, such mix time is adequate for practicalutilization in conventional slurry seal application equipment.

A slurry seal formulation was manufactured using the referencecomposition wherein the exclusive emulsion employed was a cationicquick-setting, slow set emulsion commercially supplied by Koch AsphaltCompany as their Cationic Quick Set emulsion. Upon combining theingredients, it was found that after about 2 to about 3 miinutes themixture could still be manually mixed, thus indicating acceptable mixtimes. Using the same ingredients, the materials were mixed into aslurry and then formed into patties having a diameter on the order ofabout 4 inches. An absorbent paper towel was periodically positioned ontop of the patty as a means for detecting the break time of theemulsion. The appearance of a brownish residue on the towel indicatesthat the emulsion is not completely broken, whereas breaking of theemulsion is indicated when the towel is moist from absorption of waterbut the towel is free of brownish residual asphalt. It was determinedthat the emulsion broke after about one hour. In similar testing whereinthe emulsion, instead of being such a cationic quick setting, slow setwas a traditional cationic slow set emulsion the break time is about twohours or so.

Another reference composition was employed wherein the sole emulsion inthe reference composition was the cationic rapid setting emulsionproduced above. This emulsion when combined with the other ingredientsof the reference formulation showed substantially no mix time; that isafter only a few seconds the mass was substantially incapable of manualmixing which indicates unacceptability for a slurry seal application.

Another reference composition was prepared in which the emulsionemployed constituted a blend of about 10% by weight of the aboveproduced cationic rapid set emulsion and 90% of the above indicated Kochcationic quick set emulsion. Upon combining the ingredients and mixingthe material could be manually mixed for a period of about 1 to 2minutes. Thus, indicating acceptable mix times for a slurry sealapplication. When patties were made from such reference composition, itwas found that the break times were on the order of about 10 to about 20minutes. It is believed that this dramatic decrease in break time is theresult of the rapid set emulsion containing the reaction product ofasphalt, an acrylamide, a vinyl aromatic monomer and a rubbery polymerunexpectedly catalyzing the breaking of the conventional emulsion for ifsuch was not the case, notwithstanding the fact that the cationic rapidset emulsion may have broken, the towel would contain brownish asphaltresidue after such 10-20 minute period of time because it takes, asindicated above, on the order of about an hour for the cationic quickset emulsion to break.

The foregoing thus demonstrates the unexpected results obtainable fromthe present invention. Thus, it is believed to be possible, employingthe present invention with a conventional slurry seal application to,provide a quick traffic system, i.e., one that can be opened to trafficsooner than with the use of conventional slurry seal technology.Additionally, because of the combination of the two emulsions ascontemplated herein, the resulting asphaltic layer will have theimproved properties indicated previously. Field trials have demonstratedthe present system to be outstandingly adapted for its purposes.Nonetheless, it should be indicated that while it is believed that thepresent system can be opened to traffic earlier because of thepreliminary experimental nature of this invention and out of anabundance of caution traffic has not been opened in these field trialsprior to the time that it is opened when a typical quick setting slowset asphaltic emulsion slurry seal application is employed.

In addition to being well adapted for slurry seal applications, theblended emulsion compositions, obtained by combining the above indicatedrapid set emulsions with conventional slow set emulsions, either with orwithout fine aggregate, are adapted to other beneficial uses. They, forexample, may be employed as cold overlays, in roofing applications or asprotective coatings for various surfaces. Additionally, if desired,glass fibers and/or glass flakes may be incorporated therein forreinforcing purposes.

While the above describes the present invention it of course be apparentthat modifications are possible which pursuant to the patent statutesand laws do not depart from the spirit and scope thereof.

We claim:
 1. In a pavement surface-treating method comprising applying aslurry seal composition to pavement, said composition comprisingaggregate and a slow setting asphalt emulsion, the improvement whereinsaid emulsion further comprises, in admixture therewith, an effectivebreaktime decreasing amount of an emulsion containing the prereactedreaction product of an acrylamide asphalt having a viscosity of lessthan about 120,000 cps (at 140° F.), a vinyl aromatic monomer and arubbery polymer.
 2. The improvement of claim 1 wherein said asphalt isAC-5 paving grade asphalt, said vinyl aromatic comprises styrene, saidrubbery polymer is a copolymer of styrene and butadiene and saidacrylaminde is dimethylamineopropylmethacrylamide and wherein saidlatter emulsion contains effective emulsifying amounts of oleyl amine.3. In a continuous pavement surface treating method comprising combininga cationic slow setting asphaltic emulsion and aggregate in a mixerwhile moving said mixer along said pavement to be surface treated,mixing said emulsion and aggregate to form a slurry seal composition,discharging said composition unto said pavement, whereby it breaks andcures to provide a traffic resistant surface treatment on said pavement,the improvement wherein there is combined with said asphaltic emulsion,a cationic emulsion containing the reaction product of an acrylamide,asphalt having a viscosity of less than 120,000 cps (at 140° F.), avinyl aromatic monomer and a rubbery polymer, said latter emulsion beingpresent in an effective break time decreasing amount.
 4. The improvementof claim 3 wherein said acrylamide is a compound of the formula

    (R.sub.1)(R.sub.2)C═C(R.sub.3)--C(O)N(R.sub.4)(R.sub.5)

wherein R₁, R₂ and R₃ are independently selected from hydrogen and a C₁-C₃ alkyl; R₄ and R₅ are independently selected from hydrogen, a C₁ -C₃alkyl and a radical of the formula

    --R.sub.6 --N(R.sub.7)(R.sub.8)

wherein R₆ is an alkylene group of 1 to 5 carbon atoms and R₇ and R₈ areindependently selected from hydrogen or a C₁ -C₃ alkyl.
 5. Theimprovement of claim 4 wherein R₄ or R₅ is said radical of the formula a--R₆ --N(R₇)(R₈) and wherein said asphalt has a viscosity of less thanabout 75,000 cps (at 140° F.).
 6. The improvement of claim 5 wherein R₁and R₂ are hydrogen.
 7. The improvement of claim 5 wherein R₆ isethylene or propylene.
 8. The improvement of claim 5, wherein R₃, R₇ andR₈ are hydrogen or methyl.
 9. The improvement of claim 4 wherein saidvinyl aromatic monomer comprises styrene and said rubbery polymer isnatural rubber, a diene homopolymer or a copolymer of a diene and anolefinically unsaturated monomer.
 10. The improvement of claim 3 whereinsaid acrylamide is dimethylaminopropylmethacrylamide said vinyl aromaticmonomer comprises styrene, said asphalt has a viscosity of about 40,000to about 60,000 cps and said rubbery polymer is a copolymer of styreneand butadiene. The improvement of claim 3 wherein said emulsioncontaining said reaction product is a rapid setting emulsion.
 11. Theimprovement of claim 10 wherein said rapid setting emulsion includeseffective emulsifying amounts of a fatty amine.